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超早龄期UHPC力学性能和水化进程研究

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超高性能混凝土(Ultra-high performance concrete,UHPC)具有较高的力学性能和耐久性,其早期水化程度剧烈、体积变化大、开裂敏感性较高.基于力学性能及热重试验,分析UHPC超早龄期的拉压强度、拉伸应变、弹性模量和水化进程等时变规律.研究结果表明:UHPC超早龄期抗压与抗拉强度发展较快,1 d即可分别达到28 d强度的45%以上;UHPC的拉伸应变随龄期呈现先降低后增加并趋于稳定的规律,UHPC的极限拉伸应变ε在超早龄期仅为77×10-6~92×10-6,而成熟龄期UHPC极限拉伸应变ε为135×10-6~163×10-6;UHPC超早龄期的弹性模量则与抗压强度发展呈现类似的规律,且两者关系符合幂函数发展规律,拉压比稳定在0.06附近;UHPC超早龄期水化进程发展迅速,1 d龄期时水化程度达到20%~30%,较低的水胶比导致UHPC水化程度不高,28 d龄期时水化程度仅为40%~50%.
Study on mechanical properties and hydration process of super early age UHPC
Ultra-high performance concrete (UHPC)has excellent mechanical properties and durability,its early hydration degree and shrinkage increase rapidly,which suggests that the cracking sensitivity of UHPC is high at early ages.Based on mechanical and thermos-gravimetric tests,this study analyses the time-varying laws of tensile and compressive strength,tensile strain,elastic modulus and hydration process of UHPC at super early ages.The results show that the compressive strength and tensile strength of UHPC develop rapidly at the super early age and the strength can reach more than 45% of the 28-day strength at one day.The tensile strain of UHPC first decreases and then increases with time and finally tends to be stable.The tensile strains of UHPC are about 77×10-6 to 92×10-6 at the super early age and 135×10-6 to 163× 10-6 at the mature age.The development of elastic modulus and compressive strength of UHPC at the super early age is similar,and the relationship between the elastic modulus and compressive strength of UHPC follows the law of power function,and the tensile to compressive ratio is about 0.06.The super early hydration process of UHPC develops rapidly and the hydration degree of UHPC reaches 20% to 30% at one day while the low water to binder ratio leads to the low hydration degree of UHPC,which is only 40% to 50% at 28 days.

UHPCsuper early agemechanical propertytensile strainprocess of hydration

刘金涛、郑柏加、张龙、杨杨、崔娇伟

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浙江工业大学 土木工程学院,浙江 杭州 310023

浙江省工程结构与防灾减灾技术研究重点实验室,浙江 杭州 310023

台州普立德科建筑科技有限公司,浙江 台州 318099

超高性能混凝土 超早龄期 力学性能 拉伸应变 水化进程

2025

浙江工业大学学报
浙江工业大学

浙江工业大学学报

北大核心
影响因子:0.704
ISSN:1006-4303
年,卷(期):2025.53(1)